PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/19/15 EST. NO. 009 TIME 03:05 PM R.E. NAME: DE ANDA, ANTHONY 05-0S7904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0033 1,933.27 E.W. @ F.A.(+) 082415 N 0089.0 006 0009 4,096.98 E.W. @ F.A.(+) 070815 N 1OVF 0 009 0002 2,666.28 E.W. @ F.A.(+) 090815 N 0088 0 0004 1,046.96 090815 N 2243 0 0006 9,051.00 E.W. @ L.S.(+) 111615 N CT01 0 011 0001 -1,463.09 A.C. @ U.P.(-) 111715 N CT01 0 17,331.40 TOTAL THIS ESTIMATE 99,609.83 TOTAL PREVIOUS ESTIMATE 116,941.23 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/19/15 EST. NO. 009 TIME 03:05 PM R.E. NAME: DE ANDA, ANTHONY 05-0S7904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BI29/30 NONCOMPLIANT -16,508.84 003 BI 29/HMA COMPACTION -4,550.00 004 BI 30/NON-COMPLIANT -25,000.00 004 BI30:RHMA NONCOMPLNT -30,000.00 005 BI30-NON COMPLIANT 25,000.00 007 BI30-NON COMPLIANT 30,000.00 007 OIL INDEX ADJUSTMENT -1,286.21 007 0.00 -22,345.05 TOTAL DEDUCTIONS 0.00 -22,345.05 PROGRAM CAS145 PAGE 1 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 03:05 PM ESTIMATE NO. 009 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 11/19/15 LOCATION PROGRESS ESTIMATE 05-SLO-101-R21.6/R23.9 ----------------- CALPORTLAND CONSTRUCTION ON ROUTE 101 BETWEEN SAN LUIS P.O. BOX 1280 OBISPO CREEK BRIDGE NO 49-14 AND SANTA MARIA CA 93456 0.3 MILES SOUTH OF SANTA FE UNDERCROSSING NO. 49-115 FED. AID NO. NHP-Q101(244)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,650.0000 2,650.00 0.750 1,987 002 CONSTRUCTION AREA SIGNS LS 1,900.0000 1,900.00 1.000 1,900 003 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 1.000 225,000 004 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 2,072.00 44.000 1,628 005 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,900.0000 11,600.00 4.000 11,600 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 007 TEMPORARY RAILING (TYPE K) LF 24.0000 24,960.00 940.000 22,560 008 JOB SITE MANAGEMENT LS 9,500.0000 9,500.00 1.000 9,500 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,100.0000 1,100.00 0.750 825 010 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,000.00 15.000 3,000 011 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 012 TREATED WOOD WASTE LB 0.2200 7,546.00 34,120.000 7,506 013 REMOVE GUARDRAIL LF 3.2200 11,076.80 3,420.000 11,012 014 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 17,010.00 60,672.000 18,201 015 REMOVE PAVEMENT MARKER EA 1.0000 3,280.00 5,405.000 5,405 016 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 16,800.00 16,659.000 16,659 017 REMOVE OVERSIDE DRAIN EA 460.0000 3,220.00 0.000 0 018 REMOVE PIPE (LF) LF 104.0000 2,080.00 0.000 0 019 REMOVE DOWNDRAIN (EA) EA 270.0000 5,670.00 19.000 5,130 020 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.2500 6,795.00 1,430.100 3,217 021 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 17.5800 35,335.80 2,030.000 35,687 022 ADJUST INLET EA 1,560.0000 23,400.00 16.000 24,960 PROGRAM CAS145 PAGE 2 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 03:05 PM ESTIMATE NO. 009 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 75,600.00 15,182.000 68,319 024 ROADWAY EXCAVATION CY 385.0000 1,463.00 3.800 1,463 025 SHOULDER BACKING TON 23.0000 39,330.00 1,745.800 40,153 026 IMPORTED BORROW (CY) CY 37.0000 52,540.00 1,531.240 56,655 027 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 1.000 2,600 028 PREPAVING GRINDING DAY EA 9,600.0000 28,800.00 1.000 9,600 029 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 112.0000 204,960.00 1,634.390 183,051 030 RUBBERIZED HOT MIX ASPHALT, TON 107.0000 1,540,800.00 14,729.570 1,576,063 SUPERPAVE (GAP GRADED) 031 SHOULDER RUMBLE STRIP STA 32.0000 14,720.00 451.450 14,446 (HMA,GROUND-IN INDENTATIONS) 032 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 7,340.00 7,328.000 7,328 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 220.00 291.000 291 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 9,650.00 9,764.000 9,764 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,250.00 1,066.000 1,066 037 PLACE HOT MIX ASPHALT SQYD 50.0000 24,500.00 370.100 18,505 (MISCELLANEOUS AREA) 038 TACK COAT TON 550.0000 15,400.00 45.630 25,096 039 MINOR CONCRETE CY 2,100.0000 10,500.00 5.000 10,500 040 18" ALTERNATIVE SLOTTED PIPE LF 187.0000 3,740.00 0.000 0 041 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 26.0000 8,060.00 147.000 3,822 042 12" ENTRANCE TAPER EA 758.0000 15,918.00 21.000 15,918 043 MISCELLANEOUS IRON AND STEEL LB 4.0000 3,320.00 830.000 3,320 044 DELINEATOR (CLASS 1) EA 45.0000 4,950.00 110.000 4,950 045 OBJECT MARKER (TYPE L) EA 50.0000 2,100.00 47.000 2,350 046 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.7800 7,651.60 150.000 5,217 047 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 29.7800 105,421.20 3,492.500 104,006 048 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 36.7800 5,884.80 150.000 5,517 049 TRANSITION RAILING (TYPE DTB) EA 1,947.0000 1,947.00 1.000 1,947 PROGRAM CAS145 PAGE 3 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 03:05 PM ESTIMATE NO. 009 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TRANSITION RAILING (TYPE WB-31) EA 2,547.0000 12,735.00 3.000 7,641 051 END ANCHOR ASSEMBLY (TYPE SFT) EA 350.0000 1,400.00 3.000 1,050 052 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 4.000 9,600 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,240.0000 2,240.00 2.000 4,480 054 CONCRETE BARRIER(TYPE 60 MODIFIED) LF 392.0000 23,520.00 60.000 23,520 055 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,480.00 539.000 2,156 056 THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 13,856.00 86,506.000 13,840 (SPRAYABLE) 057 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,180.00 2,133.000 2,133 058 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 3,015.00 1,338.000 3,010 059 INDUCTIVE LOOP DETECTOR (LS) LS 8,240.0000 8,240.00 1.000 8,240 PROGRAM CAS145 PAGE 4 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0S7904 TIME 03:05 PM ESTIMATE NO. 009 BID OPENING 05/28/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/15 R.E. NAME: DE ANDA, ANTHONY DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,672,402.99 ADJUSTMENT OF COMPENSATION -1,463.09 -357,032.38 EXTRA WORK 18,794.49 473,973.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,331.40 2,789,344.22 060 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,899,927.20 TOTAL WORK COMPLETED 17,331.40 2,989,344.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,345.05 TOTAL 17,331.40 2,966,999.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/08/14 100 07/23/14 07/23/14 11/24/15 109 224 11 0 96% 98% PROGRESS IS SATISFACTORY PEND'G DAYS DE ANDA, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/15